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Newmark-beta method

Known as: Newmark, Newmark integration, Newmark method 
The Newmark-beta method is a method of numerical integration used to solve differential equations. It is widely used in numerical evaluation of the… 
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Related topics

Related topics

6 relations
Dynamic substructuringFinite element method in structural mechanicsList of numerical analysis topicsNumerical integration

Papers overview

Semantic Scholar uses AI to extract papers important to this topic.
Review
2014
Review
2014
Shareholder Wealth Maximization and Its Implementation under Corporate Law
As its theoretical foundation, this article accepts shareholder wealth maximization as both the primary norm of corporate… 
2011
2011
Consideration of moving oscillator problem in dynamic responses of bridge cranes
The dynamics of an overhead crane system with the suspended payload on the trolley moving at a specified constant speed is… 
2011
2011
Derivation of equations of motion of an unwinding cable from a cylindrical spool package
In this study, the transient analysis of a cable unwinding from a cylindrical spool package is studied. Cables are withdrawn with… 
2008
2008
Finite-Element Time-Domain Analysis of Electrically and Magnetically Dispersive Periodic Structures
A formulation is presented for the finite-element time-domain (FETD) analysis of periodic structures that contain electrically… 
2007
2007
Combined implicit or explicit integration steps for hybrid simulation
Explicit integration procedures have been widely adapted and applied to hybrid simulations of the seismic response of structures… 
2005
2005
Perfectly matched layer in three dimensions for the time-domain finite element method applied to radiation problems
A new perfectly matched layer (PML) formulation for the time-domain finite element method is described and tested for problems in… 
2005
2005
Explorations of a family of stochastic Newmark methods in engineering dynamics
2001
2001
The validity of dynamic block displacement prediction using DDA
In 1965, Newmark [1] published his classic Rankine lecture on ‘‘effects of earthquakes on dams and embankments’’. In his paper… 
1994
1994
Vibration of a cantilevered beam during deployment and retrieval: analysis and experiment
The objective of this study is to provide experimental data on bending oscillation of a deploying or retrieving beam cantilevered… 
1985
1985
30. THE VEWCITY STRUCTURE OF LAYER 2 AT DEEP SEA DRILLING PROJECT SITE 504 FROM WGGING AND LABORATORY EXPERIMENTSt
Compressional- and shear-wave velocity logs (Vp and Vs' respectively) that were run to a sub-basement depth of 1013 m (1287.5 m… 
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